R-2
6-E
R-2
5-E
T-45-S
T-46-S
T-44-S
T-45-S
T-45-S
T-46-S
T-44-S
T-45-S
R-2
6-E
R-2
5-E
PROJECT LOCATION
N
LEE COUNTY
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
NO.
SHEET
YEAR
FISCAL
10:35:57 PM J:\CR044\CR044002.03\ms_REV1\roadway\keysrd01.dgnkathleen.agoado 4/15/2020
1 20
EXPRESSWAY
TU
RNPIK
E
10
PENSACOLA FORT WALTON
BEACH
PANAMACITY
CHIPLEY
TALLAHASSEE
75
10
295
95
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND4
NEW PORT RICHEY
TAMPA
754
LAKELAND
MELBOURNE -COCOA
ORLANDO
BARTOWST PETERSBURG
275
SARASOTA -
BRADENTON
75
95
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
75
75
NAPLES
KEY WEST
CITY
LAKE
FLO
RID
A'S
BEACH LINE
200671
SHEET DESCRIPTIONSHEET NO.
Alejandro J. Slaibe, P.E.
COUNTY PROJECT MANAGER:
INDEX OF ROADWAY PLANS
GOVERNING STANDARD SPECIFICATIONS:
CONTRACT PLANS COMPONENTS
ENGINEER OF RECORD:
ROADWAY PLANS
GOVERNING STANDARD PLANS:
APPLICABLE IRs: N/A
following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY2019-20 Standard Plans for Road and
LIGHTING PLANS
SIGNING AND PAVEMENT MARKING PLANS
ROADWAY PLANS
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
CERTIFICATE OF AUTHORIZATION NO.: 29915
(727) 531-3505
CLEARWATER, FL 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. NO.: 62449
JASON Y. YAM, P.E.
http://www.fdot.gov/programmanagement/Implemented/SpecBooks
for Road and Bridge Construction at the following website:
Florida Department of Transportation, JULY2019 Standard Specifications
Lee County Department of Transportation Specifications, and
CIP NO.
SQ-1 - SQ-12
55
51-54
48-50
44-47
31-43
30
28-29
24-27
23
19-22
15-18
14
13
12
11
10
4-9
3
2
1
SUMMARY OF QUANTITIES
TREE PROTECTION DETAILS
UTILITY ADJUSTMENTS
TEMPORARY TRAFFIC CONTROL
EROSION CONTROL
CROSS SECTIONS
ROADWAY SOIL SURVEY
DRAINAGE STRUCTURES
INTERSECTION GRADING DETAILS
INTERSECTION DETAILS
PROFILE SHEETS
PLAN SHEETS
PROJECT NOTES
PROJECT CONTROL
PROJECT LAYOUT
SUMMARY OF DRAINAGE STRUCTURES
TYPICAL SECTION DETAILS
TYPICAL SECTIONS
SUMMARY OF PAY ITEMS
SIGNATURE SHEET
KEY SHEET
STA. 105+19.88
£ SURVEY
GATEWAY BLVD.
BEGIN PROJECT
STA. 113+03.08
£ SURVEY
GATEWAY BLVD.
END PROJECT
STA. 205+79.71
£ SURVEY
COMMERCE LAKES DR.
BEGIN PROJECT LIMITS
STA. 215+20.46
£ SURVEY
COMMERCE LAKES DR.
END PROJECT LIMITS
TH
E
OF
FI
CI
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RE
CO
RD
OF
THI
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SH
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TH
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EL
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ONI
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FI
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DI
GI
TA
LL
Y
SI
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AN
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AL
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UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
1
REVISIONS:
Sheets 1, 3, 33-35, 37-43, 48 and SQ-4 (Revised 4/16/20)
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms\roadway\SIGNRD01.DGN10:36:51 PM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONSHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
SHEET NO. SHEET DESCRIPTION
STATE OF
� � �
RE
ENI
GNE LANOI
SS
E
FO
RP
ESNECIL
ADIROL
F
No 62449
MAY .Y NOSAJ
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS,
THE SIGNATURE SHOULD BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS,
THE SIGNATURE SHOULD BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
SHEET NO. SHEET DESCRIPTION
2 SIGNATURE SHEET
STATE OF
� � �
RE
ENI
GNE LANOI
SS
E
FO
RP
ESNECIL
ADIROL
F
No 67350
XO
NK .
J REHPOTSI
RH
C
EROSION CONTROL
DRAINAGE STRUCTURES
SUMMARY OF DRAINAGE STRUCTURES
SIGNATURE SHEET
44-47
28-29
11
2
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS,
THE SIGNATURE SHOULD BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
SHEET NO. SHEET DESCRIPTION
STATE OF
� � �
RE
ENI
GNE LANOI
SS
E
FO
RP
ESNECIL
ADIROL
F
No 65514
TTOCS .H NIVEK
ROADWAY SOIL SURVEY
SIGNATURE SHEET
30
2
KEVIN H. SCOTT, P.E. 65514
CERTIFICATE OF AUTHORIZATION NO. 6486
PHONE NUMBER: (727) 531-3505
TAMPA, FL 33637
7351 TEMPLE TERRACE HIGHWAY
TIERRA
CHRISTOPHER J. KNOX, P.E. 67350
CERTIFICATE OF AUTHORIZATION NO. 29915
PHONE NUMBER: (727) 531-3505
CLEARWATER, FL 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO
JASON Y. YAM, P.E. 62449
CERTIFICATE OF AUTHORIZATION NO. 29915
PHONE NUMBER: (727) 531-3505
CLEARWATER, FL 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO
SUMMARY OF QUANTITIES
UTILITY ADJUSTMENTS
TEMPORARY TRAFFIC CONTROL
CROSS SECTIONS
INTERSECTION GRADING DETAILS
INTERSECTION DETAILS
PROFILE SHEETS
PLAN SHEETS
PROJECT NOTES
PROJECT CONTROL
PROJECT LAYOUT
TYPICAL SECTION DETAILS
TYPICAL SECTIONS
SUMMARY OF PAY ITEMS
SIGNATURE SHEET
KEY SHEET
SQ-1 - SQ-12
51-54
48-50
31-43
24-27
23
19-22
15-18
14
13
12
10
4-9
3
2
1
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\CESSRD01.DGN10:36:55 PM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONSHT. NO.
TH
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OF
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OF
THI
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SH
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TH
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EL
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ONI
C
FI
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DI
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TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671 3 SUMMARY OF PAY ITEMS
REVISED PAY ITEM NO./QUANTITY1
1
1
4/16/20
TH
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OF
THI
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UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:20 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
27.3626.5
1
R/
W LIN
E
R/
W LIN
E
26.8
3
0.02 0.021:41:4
26.88
R/
W LIN
E
R/
W LIN
E
0.02
26.9
5
0.01 26.7
8
1:4
0.02
26.98
27.4
2
R/
W LIN
E
R/
W LIN
E
27.3
4
0.020.02
0.02
33 CROSS SECTIONS
(COMMERCE LAKES DRIVE)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
20 20
24 24
28 28
32 32
36 36
209+00.00
20 20
24 24
28 28
32 32
36 36
209+50.00
24 24
28 28
32 32
36 36
210+00.00
£ SURVEY (COMMERCE LAKES DRIVE)
£ SURVEY (COMMERCE LAKES DRIVE)
26
2 1
16
28
2 0
11
54
5 2
22
STA. 208+89.09
BEGIN RECONSTRUCTION (RT.)
END MILL & RESURFACE (RT.)
REVISED QUANTITY1
1
1
1
48
4
31
27
4/16/20
TH
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OF
FI
CI
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RE
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OF
THI
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DI
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Y
SI
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ED
AN
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SE
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ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:20 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
27.35
27.5
9
27.8
3
28.1
9
27.8
3
28.1
9
0.02 0.01 0.0127.0
9
GATEWAY BLVD
SE
E S
EC
TIO
N 107
+50.0
0
SE
E S
EC
TIO
N 109
+00.0
0
GATEWAY BLVD
27.67
0.020.02
27.8
3
28.1
9
28.1
9
BLVDGATEWAY
SE
E S
EC
TIO
N 109
+00.0
0
SE
E S
EC
TIO
N 107
+50.0
0
27.71
0.01 0.02
27.7
2
27.7
7
0.01 1:40.01
1:4
34 CROSS SECTIONS
(COMMERCE LAKES DRIVE)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
24 24
28 28
32 32
210+50.00
24 24
28 28
32 32
211+00.00
24 24
28 28
32 32
36 36
211+50.00
£ SURVEY (COMMERCE LAKES DRIVE)
£ SURVEY (COMMERCE LAKES DRIVE)
13 0
3112
1836
00
93
1
35
1
11
1 REVISED QUANTITY4/16/20
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
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C
FI
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DI
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Y
SI
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AN
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SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:21 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
26.95
26.8
7
R/
W LIN
E
EA
SE
ME
NT
R/
W LIN
E
1:4 1:42
6.8
6
0.0120.015
26.31
26.2
3
R/
W LIN
E
EA
SE
ME
NT
R/
W LIN
E
0.020.02
1:4 1:4
26.2
1
25.97
26.0
2
R/
W LIN
E
EA
SE
ME
NT
R/
W LIN
E
26.0
0
0.020.0430.02
35 CROSS SECTIONS
(COMMERCE LAKES DRIVE)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
24 24
28 28
32 32
36 36
212+00.00
20 20
24 24
28 28
32 32
36 36
212+50.00
20 20
24 24
28 28
32 32
36 36
213+00.00
£ SURVEY (COMMERCE LAKES DRIVE)
£ SURVEY (COMMERCE LAKES DRIVE)
14 0
4
6 0
4
51
0 0
2
228
144
STA. 213+00.00
BEGIN MILL & RESURFACE
END RECONSTRUCTION (RT.)
END RECONSTRUCTION (LT.)
12
194 5
1
166
1
5
44
1
1 REVISED QUANTITY4/16/20
TH
E
OF
FI
CI
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RE
CO
RD
OF
THI
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SH
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T I
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TH
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EL
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AN
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SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:21 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
26.41
0.020.01
R/
W LIN
E
EA
SE
ME
NT
R/
W LIN
E
26.4
3
37 CROSS SECTIONS
(COMMERCE LAKES DRIVE)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
20 20
24 24
28 28
32 32
36 36
40 40
215+00.00
£ SURVEY (COMMERCE LAKES DRIVE)
£ SURVEY (COMMERCE LAKES DRIVE)
2
0 0
1
STA. 215+20.46
END MILL & RESURFACE
END PROJECT LIMITS
1
1
1 REVISED QUANTITY4/16/20
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
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LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:22 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
27.46
R/
W LIN
E
R/
W LIN
E
27.7
8
0.021:4
1:4
1:4
28.0
4
0.015
UTILIT
Y E
AS
EM
EN
T
26.0
5
27.0
5
28.13
R/
W LIN
E
R/
W LIN
E
27.7
9
27.6
1
0.02 0.003 UTILIT
Y E
AS
EM
EN
T
1:4 1:4
26.2
9
28.14
R/
W LIN
E
R/
W LIN
E
27.5
6
27.4
7
0.021:4
UTILIT
Y E
AS
EM
EN
T
0.014
38 CROSS SECTIONS
(GATEWAY BOULEVARD)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
24 24
28 28
32 32
36 36
105+50.00
24 24
28 28
32 32
36 36
106+00.00
24 24
28 28
32 32
36 36
106+50.00
£ SURVEY (GATEWAY BOULEVARD)
£ SURVEY (GATEWAY BOULEVARD)
27
5 2
9
9 2
32
11 1
22
117
165
STA. 105+19.88
BEGIN RECONSTRUCTION (RT.)
BEGIN PROJECT
STA. 105+46.40
BEGIN RECONSTRUCTION (LT.)
19
4
1 REVISED QUANTITY
1
1
76
5
1
8
108
4/16/20
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
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SH
EE
T I
S
TH
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EL
EC
TR
ONI
C
FI
LE
DI
GI
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LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:22 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
27.71
R/
W LIN
E
R/
W LIN
E
27.5
0
27.5
1
1:4
UTILIT
Y E
AS
EM
EN
T
0.0161:2
0.01 0.010.014
27.99
R/
W LIN
E
1:40.01
R/
W LIN
E
1:3
27.7
8
UTILIT
Y E
AS
EM
EN
T
27.7
3
0.01 0.008
27.67
0.020.0227.5
9
27.8
3
28.1
9
27.8
3
28.1
9
0.01 0.01
28.6
1
28.6
1
COMMERCE LAKES DR
SE
E S
EC
TIO
N 210
+00.0
0
LAKES DRCOMMERCE
SE
E S
EC
TIO
N 211
+50.0
0
39 CROSS SECTIONS
(GATEWAY BOULEVARD)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
24 24
28 28
32 32
107+00.00
24 24
28 28
32 32
107+50.00
24 24
28 28
32 32
108+00.00
£ SURVEY (GATEWAY BOULEVARD)
£ SURVEY (GATEWAY BOULEVARD)
10 6
54
12 4
4 19
177
185
132 192
84
1 REVISED QUANTITY
1
115
6
1
123
9
1
2
91
4/16/20
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:23 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
27.59
27.5
9
27.8
3
28.1
9
27.8
3
28.1
9
SE
E S
EC
TIO
N 210
+00.0
0
COMMERCE LAKES DR 0.015
SE
E S
EC
TIO
N 211
+50.0
0
27.5
9
COMMERCE LAKES DR0.015
28.27
27.5
7
0.01
27.4
9
0.02
R/
W LIN
E
R/
W LIN
E
0.0140.008
1:3 1:30.016
28.06
R/
W LIN
E
R/
W LIN
E
27.2
2
0.02
27.2
2
1:6 0.016 1:6
26.7
1:4
40 CROSS SECTIONS
(GATEWAY BOULEVARD)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
24 24
28 28
32 32
108+50.00
24 24
28 28
32 32
109+00.00
24 24
28 28
32 32
109+50.00
£ SURVEY (GATEWAY BOULEVARD)
£ SURVEY (GATEWAY BOULEVARD)
1
23346
22
2
35178
20
21
43 176
19
0
1
1
14
115
1
253
17
REVISED QUANTITY14/16/20
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LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:23 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
27.83
R/
W LIN
E
R/
W LIN
E
27.1
0
0.02
27.1
9
0.021:4 1:4 2
5.9
26.5
1:61:4
27.67
R/
W LIN
E
R/
W LIN
E
27.2
2
1:41:4
27.3
4
0.020.02
27.1
5
25.8 1:4
26.3
1:6
27.36
R/
W LIN
E
R/
W LIN
E
0.02
27.4
5
0.05
1:41:4 2
5.7
41 CROSS SECTIONS
(GATEWAY BOULEVARD)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
24 24
28 28
32 32
110+00.00
20 20
24 24
28 28
32 32
110+50.00
20 20
24 24
28 28
32 32
111+00.00
£ SURVEY (GATEWAY BOULEVARD)
£ SURVEY (GATEWAY BOULEVARD)
16 1
17
10 0
12
97
3 1
13
313
214
STA. 110+94.60
END RECONSTRUCTION (RT.)
1
235
12
1
141
5
1
2
61
REVISED QUANTITY14/16/20
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UN
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R
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LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:24 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
27.13
R/
W LIN
E
R/
W LIN
E
27.6
8
0.050.008
1:31:3 2
5.6
27.14
R/
W LIN
E
R/
W LIN
E
27.7
2
0.050.004
1:3 1:3
25.5
27.23
R/
W LIN
E
R/
W LIN
E
0.05
27.5
0
0.015
1:3 25.4
1:3
42 CROSS SECTIONS
(GATEWAY BOULEVARD)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
20 20
24 24
28 28
32 32
36 36
111+50.00
20 20
24 24
28 28
32 32
36 36
112+00.00
20 20
24 24
28 28
32 32
112+50.00
£ SURVEY (GATEWAY BOULEVARD)
£ SURVEY (GATEWAY BOULEVARD)
31
2 1
20
39
3 2
20
41
2 2
24STA. 111+50.00
BEGIN MILL & RESURFACE (LT.)
END RECONSTRUCTION (LT.)
1
32
1
38
REVISED QUANTITY14/16/20
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LE 61
G15-23.004,
F.
A.
C.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
A
Regular Exc. Embankment
AV V
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\rdxsrd01.dgn10:43:24 PM
SHT. NO.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
26.99
R/
W LIN
E
R/
W LIN
E
27.3
0
0.051:4 0.027
43 CROSS SECTIONS
(GATEWAY BOULEVARD)
1" = 10' VERT.
1" = 20' HORIZ.
SCALE:
00 2020 4040 6060 8080 100100 120120
20 20
24 24
28 28
32 32
36 36
113+00.00
£ SURVEY (GATEWAY BOULEVARD)
£ SURVEY (GATEWAY BOULEVARD)
26
0 0
13
STA. 113+03.08
END MILL & RESURFACE (LT.)
END PROJECT
1
24
REVISED QUANTITY14/16/20
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\tctyrd01.dgn10:45:54 PM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONSHT. NO.
TH
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LE 61
G15-23.004,
F.
A.
C.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
CONSTRUCTION PHASING NOTES
11' 11' 2'
2' 11' 11'WORK ZONE
WORK ZONE
6" WHITE6" WHITE
6" DBL YELLOW TEMP. CHANNELIZING DEVICE
TEMPORARY PAVEMENT (VARIES)
6" WHITE 6" WHITE
6" DBL YELLOWTEMP. CHANNELIZING DEVICE
0.02
1:4 OR FLATTER
2'
LANE LANE
LANE LANE
R/
W LIN
E
R/
W LIN
E
R/
W LIN
E
R/
W LIN
E
TEMPORARY TRAFFIC
CONTROL 48
PAVEMENTTEMPORARY
PAVEMENTEXISTING
PAVEMENTEXISTING
VARIES
0.02
1:4 OR FLATTER
VARIES VARIES
R/
W LIN
E
R/
W LIN
E
PHASE I COMMERCE LAKES DRIVE
PAVEMENTEXISTING
VARIES
PAVEMENTEXISTING
PAVEMENTEXISTING
12' 12'
R/
W LIN
E
R/
W LIN
E
PAVEMENTEXISTING
12'
PAVEMENTEXISTING
12'
PHASE I GATEWAY BLVD
PHASE II GATEWAY BLVD
PHASE II COMMERCE LAKES DRIVE
5. CONSTRUCT TEMPORARY PAVEMENT FOR PHASE III.
4. CONSTRUCT PROPOSED DRAINAGE AS INDICATED ON THIS PLAN SET.
EXCLUDING TRAFFIC SEPARATORS AND ROUNDABOUT.
INCLUDE LANES, SHOULDERS, CURB AND GUTTERS, SIDEWALKS,
LAKES DRIVE NORTH SIDE (WB) NEW ALIGNMENT. THIS WILL
3. CONSTRUCT GATEWAY BLVD EAST SIDE (NB) AND COMMERCE
FOR PHASE II CONSTRUCTION.
2. SHIFT TRAFFIC AND CHANNELIZING DEVICES
THESE PLANS.
INTERSECTING ROAD IN ACCORDANCE WITH
1. INSTALL SIGNING ON BOTH MAINLINE AND
NEW ALIGNMENT ALONG WITH TEMPORARY PAVEMENT.
EAST SIDE (NB) AND COMMERCE LAKES DRIVE NORTH SIDE (WB)
PHASE II - OPERATIONS ARE TO CONSTRUCT GATEWAY BLVD
0.02
3. CONSTRUCT TEMPORARY PAVEMENT FOR PHASE II.
FOR PHASE I CONSTRUCTION.
2. SHIFT TRAFFIC AND CHANNELIZING DEVICES
THESE PLANS.
INTERSECTING ROAD IN ACCORDANCE WITH
1. INSTALL SIGNING ON BOTH MAINLINE AND
PAVEMENT FOR PHASE II.
PHASE I - OPERATIONS ARE TO INSTALL TEMPORARY
WORK ZONE
MESSAGE #2 TO BEGIN XX/XX/XX
MESSAGE #1 ROAD CONST.
EACH LEG OF THE INTERSECTION.
CONSTRUCTION START DATE. THE PCMS WILL BE LOCATED AT AN APPROPRIATE DISTANCE IN ADVANCE OF
FOR A PERIOD OF TWO WEEKS PRIOR TO THE START OF CONSTRUCTION NOTIFYING THE PUBLIC OF THE
9.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FOUR PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS)
MAINTENANCE OF TRAFFIC SCHEME.
8.THE SEQUENCE OF CONSTRUCTION AND METHODS DESCRIBED IN THIS PLAN SET IS A SUGGESTED
TEMPORARY PAVEMENT SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR MAINTENANCE OF TRAFFIC.
BASE GROUP 4 OVER A COMPACTED SUBGRADE. THE COST OF THIS SERVICE AND THE MAINTENANCE OF THE
7.TEMPORARY PAVEMENT SHALL CONSIST OF 1" STRUCTURAL COURSE TYPE SP (TRAFFIC C) OVER OPTIONAL
PRICE FOR MAINTENANCE OF TRAFFIC.
SERVICE AND THE MAINTENANCE OF THE TEMPORARY PAVEMENT SHALL BE INCLUDED IN THE LUMP SUM
IMPROVEMENT, OR MODIFICATION TO THE TRAFFIC CONTROL PLAN AND/OR DEVICES. THE COST OF THIS
SPECIFICATIONS UPON NOTIFICATION BY THE ENGINEER OF ANY REQUESTS FOR CORRECTION,
DELAY. THE CONTRACTOR SHALL ALSO RESPOND WITHIN THE CONSTRAINTS OUTLINED IN THE STANDARD
THE CONTRACTOR SHALL RESPOND AND PROVIDE ADJUSTMENTS AS DIRECTED BY THE ENGINEER WITHOUT
THE ENGINEER TO RESTRICT OR REMOVE LANE CLOSURE OR CHANNELIZATION. UNDER THESE CONDITIONS,
6.TRAFFIC CONDITIONS, ACCIDENTS AND OTHER UNFORESEEN EMERGENCY CONDITIONS MAY REQUIRE
SPECIFICATIONS AND THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.
DEVICES (E.G. BARRICADES, SIGNS, ARROW PANELS, ETC.) AS OUTLINED IN THE FDOT STANDARD
SITE TRAFFIC SUPERVISOR FOR THE INSTALLATION, MAINTENANCE, AND REMOVAL OF TRAFFIC CONTROL
5.DURING PERIODS OF LANE CLOSURES, THE CONTRACTOR SHALL PROVIDE AN FDOT CERTIFIED WORK
DURATION OF THE PROJECT, UNLESS PREVIOUSLY APPROVED BY THE COUNTY.
4.ACCESS SHALL BE CONTINUOUSLY MAINTAINED AT ALL SIDE STREETS AND DRIVEWAYS FOR THE
THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING DELIVERIES AND DROP-OFFS IN WORK ZONES.
3.THE CONTRACTOR SHALL PROVIDE FOR THE SAFE MOVEMENT OF PEDESTRIANS AND VEHICLES
PAY ITEM FOR MAINTENANCE OF TRAFFIC, UNLESS A SEPARATE PAY ITEM IS PROVIDED.
2.THE COST OF MAINTENANCE OF TRAFFIC OPERATIONS SHALL BE INCLUDED UNDER THE LUMP SUM
1.REGULATORY SPEED ALONG GATEWAY BLVD AND COMMERCE LAKE DR IS 35 MPH.
MOT GENERAL NOTES
1
1
ADDED MOT GENERAL NOTES4/16/20
CERTIFICATE OF AUTHORIZATION 29915
CLEARWATER, FLORIDA 33759
380 PARK PLACE BOULEVARD, SUITE 300
CARDNO, INC.
P.E. LICENSE NUMBER 62449
JASON Y. YAM, P.E.
4/15/2020kathleen.agoado J:\CR044\CR044002.03\ms_REV1\roadway\SUMQRD01.DGN10:48:10 PM
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONSHT. NO.
TH
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UN
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LE 61
G15-23.004,
F.
A.
C.
INTERSECTION CONTROL (ROUNDABOUT)
GATEWAY BOULEVARD AT COMMERCE LAKES DRIVE
DEPARTMENT OF TRANSPORTATION
CIP NO.
200671
THERE SHALL BE NO REVISION TO THE EARTHWORK QUANTITIES FOR WHICH PAYMENT IS MADE BY PLAN QUANTITY.
EARTHWORK HAS BEEN CALCULATED USING THE ASPHALT BASE OPTION. IF ANOTHER OPTION IS CONSTRUCTED,
SQ-4 SUMMARY OF QUANTITIES
SUMMARY OF PAVEMENT
NO.
PAY ITEMPAY ITEM DESCRIPTION
LOCATION
SIDEID
AREAUNIT
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA. DESCRIPTIONP F P F
0160 4 TYPE B STABILIZATION 105+19.88 TO 113+03.08 GATEWAY & INTERSECTION LT/RT 44233 SY 5181 7556
107+71.36 TO 108+56.72 TRUCK APRON LT/RT 34881 403
205+99.27 TO 206+36.82(WEST)
COMMERCE MEDIAN WIDENINGRT 35052 28
207+64.64 TO 210+08.25 COMMERCE LAKES DR (WEST) RT 35439 383
205+05.57 TO 210+23.31 COMMERCE LAKES DR (WEST) LT 44349 687
211+49.88 TO 213+46.29 COMMERCE LAKES DR (EAST) LT/RT 44377 820
214+41.70 TO 215+20.46 COMMERCE WIDENING (EAST) LT 35058 53.77
285 709 OPTIONAL BASE, BASE GROUP 09 105+19.88 TO 113+03.08 GATEWAY & INTERSECTION LT/RT 44664 SY 4455 5996
205+99.27 TO 206+36.82(WEST)
COMMERCE MEDIAN WIDENINGRT 44521 17
207+64.64 TO 210+08.25 COMMERCE LAKES DR (WEST) RT 35339 287
208+05.57 TO 210+23.74 COMMERCE LAKES DR (WEST) LT 44438 567
211+50.46 TO 213+46.29 COMMERCE LAKES DR (EAST) LT/RT 44462 636
214+41.70 TO 215+20.46 COMMERCE WIDENING (EAST) LT 44510 34
0327 70 1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH 111+50.00 TO 113+03.08 SOUTHBOUND GATEWAY BLVD LT 45807 SY 374 5250
198+39.38 TO 205+79.74 EASTBOUND COMMERCE LAKES DR RT 45790 2407 FOR S&PM MERGE
205+79.38 TO 208+05.57 W. COMMERCE LAKES DR LT/RT 45766 1501
213+00.00 TO 215+20.46 E. COMMERCE LAKES DR LT/RT 45751 969
334 1 13LEVEL C, , FC-12.5 (2.5")
SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC105+19.88 TO 113+03.08 GATEWAY & INTERSECTION LT/RT 45596 TN 608.2 1185.9
205+99.27 TO 206+36.82(WEST)
COMMERCE MEDIAN WIDENINGRT 45295 2.4
207+64.64 TO 210+08.25 COMMERCE LAKES DR (WEST) RT 35595 39.5
208+05.57 TO 210+23.74 COMMERCE LAKES DR (WEST) LT 45571 78.0
211+50.46 TO 213+46.29 COMMERCE LAKES DR (EAST) LT/RT 45519 87.5
214+41.70 TO 215+20.46 COMMERCE WIDENING (EAST) LT 45560 4.6
111+50.00 TO 113+03.08 SOUTHBOUND GATEWAY BLVD LT 7.6 OVERBUILD
205+79.38 TO 209+50.52 W. COMMERCE LAKES DR LT/RT 148.4 OVERBUILD
213+00.00 TO 215+20.46 E. COMMERCE LAKES DR LT/RT 59.9 OVERBUILD
337 7 82TRAFFIC LEVEL C, FC-9.5, PG 76-22 (1")
ASPHALTIC CONCRETE FRICTION COURSE,105+19.88 TO 113+03.08 GATEWAY & INTERSECTION LT/RT 48143 TN 262.9 815.6
198+39.38 TO 205+79.74 EASTBOUND COMMERCE LAKES DR RT 35743 132.4 FOR S&PM MERGE
205+79.38 TO 210+23.74 W. COMMERCE LAKES DR LT/RT 48229 130.3
211+50.46 TO 215+20.46 E. COMMERCE LAKES DR LT/RT 48274 90.0
350 30 1312" DEPTH
CONCRETE PAVEMENT FOR ROUNDABOUT APRON,107+70.36 TO 108+57.69 TRUCK APRON LT/RT 45816 SY 414 414
SUMMARY OF EARTHWORK
NO.
PAY ITEMPAY ITEM DESCRIPTION
CY
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
120-1 REGULAR EXCAVATION
MAINLINE GATEWAY BLVD. 1481
MAINLINE COMMERCE LAKES DR. 651
TOTAL REGULAR EXCAVATION 2132
120-6 EMBANKMENT
MAINLINE GATEWAY BLVD. 746
MAINLINE COMMERCE LAKES DR. 121
TOTAL EMBANKMENT 867
REVISED PAY ITEM NO./QUANTITY1
1
4/16/20
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